Bituminous mixture doped with glass aggregates and preparation method thereof
A kind of asphalt mixture and aggregate technology, applied in the field of road materials, can solve the problems of lack of comprehensive and systematic understanding of the performance of waste glass asphalt mixture, lack of promotion and long-term application, and less waste glass asphalt mixture, and meet the required equipment costs Low, strong elastic recovery ability, good deformation performance and thermodynamic performance
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preparation example Construction
[0023] The preparation method of the present invention comprises the following steps:
[0024] 1) Put the waste glass into a pulverizer for crushing, and sieve and analyze after crushing, and separate the particles with a particle size greater than 4.75mm and less than or equal to 16mm as the coarse glass aggregate, and the particles with a particle size greater than 0.6mm and less than or equal to 4.75mm as the Fine glass aggregate;
[0025] 2) First, wash the coarse glass aggregate and fine glass aggregate in pure water and filter out residual impurities, and then separate the coarse glass aggregate and fine glass The aggregates are soaked in pure water for 60-120 minutes, and finally placed in a constant temperature drying oven to dry for later use;
[0026] 3) Heat the base asphalt to a liquid state, add TPS modifier and mix, then add coarse glass aggregate, fine glass aggregate and mineral powder in turn, and mix to obtain asphalt mixture.
Embodiment 1
[0028] Take 1000g of asphalt mixture as an example, the raw materials and their dosage are: 179.8g of SK-90# base asphalt, 359.5g of coarse glass aggregate, 197.7g of fine glass aggregate, 236.0g of mineral powder and 27.0g of TPS modifier; parts by mass As follows: 8.0 parts of SK-90# matrix asphalt, 16.0 parts of coarse glass aggregate, 8.8 parts of fine glass aggregate, 10.5 parts of mineral powder, and 1.2 parts of TPS modifier.
[0029] SK-90# base asphalt is provided by Guangzhou Lubao Asphalt Co., Ltd.; the particle size of waste glass aggregate is greater than 0.6mm and less than or equal to 16mm; among them, the coarse glass aggregate is waste glass with a particle size greater than 4.75mm and less than or equal to 16mm, and the fine Glass aggregates are glass powder chips with a particle size greater than 0.6mm and less than or equal to 4.75mm; aggregate A with a particle size greater than 4.75mm and less than or equal to 9.5mm and aggregate B with a particle size gre...
Embodiment 2
[0065] Take 1000g of waste glass asphalt mixture as an example. The raw materials and their dosage are: 181.9g of SK-90# base asphalt, 363.6g of coarse glass aggregate, 181.9g of fine glass aggregate, 242.4g of mineral powder, and 30.2g of TPS modifier; The mass parts of the above raw materials are as follows: 6.0 parts of SK-90# matrix asphalt, 12.0 parts of coarse glass aggregate, 6.0 parts of fine glass aggregate, 8 parts of mineral powder, and 1 part of TPS modifier. The various indicators and preparation methods of the above-mentioned raw materials are the same as in Example 1.
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